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General Information
| Station Name | Nowendoc | |
|---|---|---|
| Partner(s) | Walcha Council and NSW Rural Fire Service | |
| Status (not a live update) | Operational | |
| CORSnet-NSW Release Date | August 2012 | |
| Station Code | NOWE | |
| SCIMS Number | TS 12182 | |
| Receiver | LEICA GRX1200+GNSS | |
| Antenna | LEIAR10 NONE | |
| Antenna Height (ARP) | 0.000 m | |
| IGS Site Log | text file (log 10 kb) |
GNSS Tracking Settings
| GPS | L2C | L5 | GLONASS | Galileo | BeiDou | QZSS | SBAS |
|---|---|---|---|---|---|---|---|
| ON | OFF | OFF | ON | OFF | N/A | N/A | OFF |
Note: ON = Available and Enabled, OFF = Available but Not Enabled, N/A = Not Available
CORSnet-NSW Horizontal Coordinates
| Datum | Coordinate | Source | |
|---|---|---|---|
| X | GDA94(2010) | -4793349.179 | Reg13 (PDF 493 kb) |
| Y | GDA94(2010) | 2579196.568 | Reg13 (PDF 493 kb) |
| Z | GDA94(2010) | -3315032.318 | Reg13 (PDF 493 kb) |
| Latitude | GDA94(2010) | -31 30 48.81441 | Reg13 (PDF 493 kb) |
| Longitude | GDA94(2010) | 151 42 58.59018 | Reg13 (PDF 493 kb) |
| Easting | MGA94(2010) Zone 56 |
378104.867 | Reg13 (PDF 493 kb) |
| Northing | MGA94(2010) Zone 56 |
6512766.651 | Reg13 (PDF 493 kb) |
| Easting 2 | MGA94(2010) Zone - |
- | - |
| Northing 2 | MGA94(2010) Zone - |
- | - |
CORSnet-NSW Heights
| Datum | Value (m) | Source | |
|---|---|---|---|
| Ellipsoidal Height, h | GDA94(2010) | 886.710 | Reg13 (PDF 493 kb) |
| Derived AHD71 Height (1998) | Approximate AHD71 | 854.176 | h-N (LPI Calculated) |
| N value (1998) | AUSGeoid98 | 32.534 | Geoscience Australia |
| Derived AHD71 Height (2009) | Approximate AHD71 | 853.997 | h-N (LPI Calculated) |
| N value (2009) | AUSGeoid09 | 32.713 | Geoscience Australia |
GNSS Monitoring
Note: The above graph indicates the long term stability of a CORSnet-NSW station and does not represent actual daily movement. The results are calculated daily and trends are monitored by CORSnet-NSW staff. The diagrams shown are currently updated monthly. Daily differences in CORS position at the millimetre-level are within the limits (noise level) of current LPI processing techniques.Reference Mark Monitoring
Monitoring survey not available for this CORS.
Note: The above tables quantify the movement of the CORS pillar with respect to local reference marks. Surveys are carried out at installation and then after 6 months, 18 months and every two years thereafter. The techniques used, as specified by Geoscience Australia, achieve sub-millimetre precision and can detect minute movements in position or height.

